It always surprises me how often a structural engineer or arch. Will say that "The fire protection contractor shall insure the structure is able to support the seismic loads of the fire sprinkler systems".
If you look at it right? They must be saying we're the only one's on the job smarter than they are? From an Arch.? Never happen! Thom McMahon, SET Firetech, Inc. 2560 Copper Ridge Dr P.O. Box 882136 Steamboat Springs, CO 80488 Tel: 970-879-7952 Fax: 970-879-7926 -----Original Message----- From: [email protected] [mailto:[email protected]] On Behalf Of Ron Greenman Sent: Tuesday, August 04, 2009 8:57 PM To: [email protected] Subject: Re: trapeze hanger, PVC And of course we'll calc the structure and do a soils report to make sure our piping, specifically "shalled" to not have anything not a part of the system hung from it, will hold the building up from the guy that ties off to it. _______________________________________________ Sprinklerforum mailing list http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum For Technical Assistance, send an email to: [email protected] To Unsubscribe, send an email to:[email protected] (Put the word unsubscribe in the subject field)
